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INSTALL 297.76 L.F.
8" EXTRA STRENGTH V.C.P. SEWER
--T
4--
-4-4-
7'
-4-
4.94 1.F.
INSTALL 9 .97 L.F. 0-J ---w ... . . ... .... - I --a-
INSTALL 30 PROFILE
4 -
EXT H V- -P, S i
EW1:R
STRENGT
NGTH HORIZ 1 40'
r
T
L
4- -4
4
+1i
TI -
<b
--4
VERT 1 4'
V.ap-.- R
L
Da 11+00 12+W 13+W 14+W PLAN 1 "= 40' 10+00 R+00 12+00 13+00
SCALE IN FEET
3
0
S,v 0
35
N 34
FiRE 14 0. 3 32 33
SE E 31
30
4
0 4 4 i
+ 4
+ 4
20 5' P.U.E.
(TyP-)
0 2
122 5 ------- - - - --------
3
0 1 1
36 37
c�
0
+
4
rn
121
rn
120
A
LOT NO.
IDESIGIN
AS -BMT BACKPLOW
30
10+57.36
NO
31
11+24.20
NO
32
11+43.20
NO
33
12+24.20
NO
34
12+40.20
NO
35
13+24.20
NO
36
13+40.20
NO
37
13+90.20
NO
38
13+77.30
NO
39
13+60.99
NO
40
12+66.71
NO
41
12+50.71
NO
42
11+58.71
NO
43
11+39.71
NO
44
10+60.36
NO
- - - - - - - - - - - - -
00
p p. WATER cn
---- ------------ - ---------- - --------------
0
+
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00 4
4
Ln
43
44
4 4
4
42 41 40 39 38
"ORD DRAWV'�r.
CASCADES PLACE
LINE TABLE
LINE BEARING LENGTH
Ll S82* 1 1'44"W 68 . 45'
L2 N87*20'Ar-"E 308 94'
----------------- A,
THESE RECORD DRAWINGS HAVt SEEN
PAK, ON T14E BASIS OF itl�4�-OAMATION C
FURNISHED BY OTHE��F- ","HE ENGINEER %-
RESPONS413LE FOR ANY ERRORS OR OMISS�
HAVE BEEll "'��"RPORATED INTO THE E)0C'WF-N1,,
ULT "., :1
'it RES 770F.
CURVE TABLE
CURVE
DELTA
I RADI
LENGTH ITANGENT
C1
5-09'01"
1 295."OSOl
26.52' 1 13.27'
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
REVISION DESCRIPTION
40 80 120 1 1�4
I I I I
m -m -m
m -m-
I
FIRESTONE DRIVE
SEE SHT. No. 3
119
45 46
154'
17' 1, 20' 201
5' 4
118
10+00.00 cl MH #6 =r
=19+70.84 MH FIRESTONE DR. `1�1
------------
T
117
CONSTRUCTION NOTES:
(D --INSTALL 8" EXTRA STRENGTH V.C.P. SEWER.
(D -CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF
FONTANA STD. DWG. No. 112 (ID=48").
(�)-INSTALL 4" EXTRA STRENGTH V.C.P. SEWER LATERAL
PER CITY OF FONTANA STD. DWG. No. 125.
47
5' P. U. E.
(TYP.
rril ----- t jF --- -- ----
PROP. WATER
-----------------------
58 57
DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT.
48 1 49
50
N5*
A
56 1 55
SCIOTO PLACE
54
LINE TABLE
LINE
BEARI.NG
LENGTH
Ll
N89*32'1 5"E
301.76'
3
51
N
7 3' 52
�4 4
53
LOT NO.
DESM
AS-R&T BACKIFLOW
45 10+59.86
NO
46 11+30.47
NO
47 11+46.47
NO
48 12+30.47
NO
49 12+77.18
NO
50 12+90.76
NO
51 12+93.76
NO
52 12+96.76
NO
53 12+87.76
NO
54 12+72.45
NO
55 12+26 ' 50
NO
56 11+42.30
NO
57 11+2630
NO
BENCH MAW: No. 615 BAW OF BEARNM
RAILROAD SPIKE AT INTERSECTION THE BEARING OF N89*30'06"E ALONG
OF CITRUS AVE. AND LOS CECROS THE No. LINE OF SEC. 30, T.1N.,R.5W.,
AVE., IN POWER POLE NO. 9011 E S.B.M. PER R.S. 58/5, WAS USED AS
z
58 10+55.51 NO <
-j
0-
c/)
r* --
0)
0
f-1
ON THE EAST SIDE OF CITRUS AVE. THE BASIS OF BEARINGS FOR THIS
ELEVATK)N: 146759 PLAN. SIERRA LAKES SPECIFIC PLAN z
Prepared Under The Supervision Of
PREPARED IN THE OFFICE OF
�ynOMAS 61, MADOILE AND ASSOCIATES, INC.
10601 CHURCH STREET , STE. 107 DRAWN BY*
�j No. 62183 U) Q RANCHO CUCAMONGA, CA 91730
X MA
Exp: 9-30-05 PHONE (909) 948-1311 DESIGNED BY-
CFB
/V\\-
0 AL :t�D-dte CHECKED B�
I R C.E. 6218k EXP. 9-30-05 M, SCL
CITY OF FONTANA, CALIFORNIA <
SEWER IMPROVEMENT PLANS
SCALE:
TRACT NO. 16097 AS SHOWN
C��C)w. DATE:
ES P000 0- SCIOTO PLACE
OCT. 2001
OVED BY;/�' DRAWING NO.: 00
5
6TY ENGINEER R.C.E. 51152 DATE 2981 7